|本期目录/Table of Contents|

[1]肖建庄,徐浩林,郭书浩,等.装配式建筑结构顶升逆作法原理与技术发展[J].建筑科学与工程学报,2024,41(01):1-14.[doi:10.19815/j.jace.2023.06018]
 XIAO Jianzhuang,XU Haolin,GUO Shuhao,et al.Principle and technical development of jacking reverse construction for prefabricated building structures[J].Journal of Architecture and Civil Engineering,2024,41(01):1-14.[doi:10.19815/j.jace.2023.06018]
点击复制

装配式建筑结构顶升逆作法原理与技术发展(PDF)
分享到:

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
41卷
期数:
2024年01期
页码:
1-14
栏目:
综述
出版日期:
2024-01-20

文章信息/Info

Title:
Principle and technical development of jacking reverse construction for prefabricated building structures
文章编号:
1673-2049(2024)01-0001-14
作者:
肖建庄1,徐浩林1,郭书浩2,曾 亮1,夏 冰1,袁 斌3,蓝戊己4
(1. 同济大学 土木工程学院,上海 200092; 2. 中冶建筑研究总院有限公司,北京 100088; 3. 安徽开源路桥有限责任公司,安徽 合肥 230088; 4. 上海天演建筑物移位工程股份有限公司,上海 200336)
Author(s):
XIAO Jianzhuang1, XU Haolin1, GUO Shuhao2, ZENG Liang1, XIA Bing1, YUAN Bin3, LAN Wuji4
(1. College of Civil Engineering, Tongji University, Shanghai 200092, China; 2. Central Research Institute of Building and Construction Co., Ltd. MCC Group, Beijing 100088, China; 3. Anhui Kaiyuan Highway and Bridge Co., Ltd, Hefei 230088, Anhui, China; 4. Shanghai Tianyan Building Shift Engineering Co., Ltd., Shanghai 200336, China)
关键词:
绿色建造 顶升逆作法 时变性分析 装配式建筑结构
Keywords:
green construction jacking reverse construction time-dependent analysis prefabricated building structure
分类号:
TU741
DOI:
10.19815/j.jace.2023.06018
文献标志码:
A
摘要:
顶升逆作法综合了顶升和逆作法两种技术的不同特性,是一种在邻近地面对建筑逐层建造并逐层顶升的新型建造工艺。通过对顶升各阶段的原理分析,结合强时变结构特点,对顶升点选择等关键技术进行研究,分析了竖向顶升位移不同步工况下的结构受力机理,厘清了装配式建筑结构顶升逆作法的受力特点,梳理了现有的相关配套技术,指出了目前装配式建筑结构顶升逆作法待解决的技术难题。针对新型建造工艺的强时变特征,提出了结合数字孪生和人工智能两种技术进行智能调控的发展趋势,构建了面向减碳优化的综合目标函数,并通过算例证明合理的顶升方案对减少建造阶段构件内力的作用。结果表明:依托装配式建筑结构顶升逆作法原理,采用机械化施工取代人工作业、大重量顶升替换高空吊运,减少设备的层间转运和材料的竖向运输,能够在提高施工建造效率的同时,将工艺流程控制在临近地面的有效高度范围内,有望降低环境影响、减少碳排放、提高建筑结构在未来服役末期的资源化可行性,助力建筑业绿色低碳发展。
Abstract:
The jacking reverse construction is a new construction process that integrates different characteristics of the jacking and the reverse construction, which constructs and jacks the building storey by storey near the ground. Through the principle analysis of each jacking stage, the key technologies such as the selection of the jacking point were studied in combination with the characteristics of the strong time-dependent structure. The mechanical mechanism of the structure under asynchronous vertical jacking displacement conditions was analyzed, thus the force characteristics of the jacking reverse construction for prefabricated building structures was clarified. The existing related supporting construction technologies were sorted out, then the current technical problems of the jacking reverse construction for prefabricated building structures were pointed out. For the strong time-dependent characteristics of this new construction process, the development trend of combining digital twin and artificial intelligence technology to achieve intelligent control was proposed. A comprehensive objective function for carbon reduction optimization was established, and was proved that reasonable jacking schemes will reduce the internal forces of components during the construction phase through an example. The results show that, based on the principle of jacking reverse construction for prefabricated building structures, mechanized construction is adopted to replace manual operation and heavy lifting is adopted to replace high-altitude lifting, so as to reduce the inter storey transfer of equipment and vertical transportation of materials. The construction efficiency can be improved and the process flow will be controlled within the effective height range near the ground at the same time, which is expected to reduce environmental impact and carbon emissions, improve the resource utilization feasibility of the building structure at the end of its service in the future and promote the green and low-carbon development of the construction industry.

参考文献/References:

[1] 肖建庄.可持续混凝土结构导论[M].北京:科学出版社,2017.
XIAO Jianzhuang.An introduction to sustainable concrete structures[M].Beijing:Science Press,2017.
[2]中国建筑节能协会.中国建筑能耗研究报告2020[J].建筑节能(中英文),2021,49(2):1-6.
China Association of Building Energy Efficiency.China building energy consumption annual report 2020[J].Building Energy Efficiency,2021,49(2):1-6.
[3]SHIGERU YOSHIKAI.Cut and take down demolition method[J].Steel Construction Today & Tomorrow,2015(44):9.
[4]周 镭,李延和,任亚平.框架结构顶升纠偏理论及实例分析[J].建筑结构,2018,48(增1):594-598.
ZHOU Lei,LI Yanhe,REN Yaping.Theoretical design for the frame structure jacking rectification[J].Building Structure,2018,48(S1):594-598.
[5]成 勃,姜丽萍,宋 杰.剪力墙顶升技术在房屋纠倾中的应用[J].建筑结构,2020,50(9):137-140.
CHENG Bo,JIANG Liping,SONG Jie.Application of shear wall jacking technology in house inclination rectification[J].Building Structure,2020,50(9):137-140.
[6]苏 骏,周建龙,周 健,等.上海黄浦路106号历史保护建筑改造项目托换顶升隔震设计[J].建筑结构,2022,52(9):139-146.
SU Jun,ZHOU Jianlong,ZHOU Jian,et al.Underpinning lifting and isolation design of historical protection building reconstruction project at No.106 Huangpu road in Shanghai[J].Building Structure,2022,52(9):139-146.
[7]龚 剑,周 虹.上海中心大厦结构工程建造关键技术[J].建筑施工,2014,36(2):91-101.
GONG Jian,ZHOU Hong.Key technology for structure construction of Shanghai tower[J].Building Construction,2014,36(2):91-101.
[8]刘 溢,李镜培,陈 伟.超大基坑框架逆作法关键施工技术[J].岩土工程学报,2013,35(增1):489-494.
LIU Yi,LI Jingpei,CHEN Wei.Key construction techniques for oversized excavation pits using top-down method[J].Chinese Journal of Geotechnical Engineering,2013,35(S1):489-494.
[9]谢小林,翟杰群,张 羽,等.“上海中心”裙房深大基坑逆作开挖设计及实践[J].岩土工程学报,2012,34(增1):744-749.
XIE Xiaolin,ZHAI Jiequn,ZHANG Yu,et al.Design and practice of top-down method for large-scale podium basement excavation of Shanghai tower[J].Chinese Journal of Geotechnical Engineering,2012,34(S1):744-749.
[10]HARALD L.Method of building multi-storied houses:GB1857846[P].1948-11-25.
[11]VANDERKLAAUW P M.Apparatus for forming and lifting multi-story columns in one story increments:US3692446[P].1972-09-19.
[12]邓庚厚.一种由上往下建造建筑物的顶升式建筑法:CN96119160.0[P].1997-07-23.
DENG Genghou.A jack-up construction method for building from top to bottom:CN96119160.0[P].1997-07-23.
[13]于 君.多层建筑的施工方法及其专用的起重设备:CN01139073.5[P].2003-06-11.
YU Jun.Construction method of multi-storey building and its special lifting equipment:CN01139073.5[P].2003-06-11.
[14]袁 斌.钢筋混凝土建筑物的主体工程施工方法:CN200910116509.1[P].2009-09-23.
YUAN Bin.Construction method for main project of reinforced concrete building:CN200910116509.1[P].2009-09-23.
[15]杨 春,滕淑红,罗 洪.整体式顶升施工法:CN201810146517.X[P].2019-11-01.
YANG Chun,TENG Shuhong,LUO Hong.Integral-type jacking construction method:CN201810146517.X[P].2019-11-01.
[16]黄文龙,钱 密,吴云雨,等.顶升式拼装建筑施工方法:CN201910064902.4[P].2020-10-20.
HUANG Wenlong,QIAN Mi,WU Yunyu,et al.Jacking type splicing building construction method:CN201910064902.4[P].2020-10-20.
[17]高继良.一种与装配式建筑物顶升施工方法相匹配的分层流水结构安装方法:CN201910534062.3[P].2020-12-22.
GAO Jiliang.Layered flow structure installation method matched with assembled building jacking construction method:CN201910534062.3[P].2020-12-22.
[18]吴柯娴,王竹君,金伟良,等.装配式混凝土结构可持续成本量化分析[J].建筑结构学报,2021,42(5):133-144.
WU Kexian,WANG Zhujun,JIN Weiliang,et al.Quantitative analysis of sustainable cost of prefabricated concrete structures[J].Journal of Building Structures,2021,42(5):133-144.
[19]郝际平,孙晓岭,薛 强,等.绿色装配式钢结构建筑体系研究与应用[J].工程力学,2017,34(1):1-13.
HAO Jiping,SUN Xiaoling,XUE Qiang,et al.Research and applications of prefabricated steel structure building systems[J].Engineering Mechanics,2017,34(1):1-13.
[20]王光远.论时变结构力学[J].土木工程学报,2000,33(6):105-108.
WANG Guangyuan.On mechanics of time-varying structures[J].China Civil Engineering Journal,2000,33(6):105-108.
[21]建筑结构荷载规范:GB 50009—2012[S].北京:中国建筑工业出版社,2012.
Load code for the design of building structures:GB 50009—2012[S].Beijing:China Architecture & Building Press,2012.
[22]余安东.升板结构设计原理[M].上海:上海科学技术出版社,1980.
YU Andong.Design principle of riser structure[M].Shanghai:Shanghai Scientific & Technical Publishers,1980.
[23]周凌远,李 乔.基于UL法的CR列式三维梁单元计算方法[J].西南交通大学学报,2006,41(6):690-695.
ZHOU Lingyuan,LI Qiao.Updated Lagrangian co-rotational formulation for geometrically nonlinear FE analysis of 3-D beam element[J].Journal of Southwest Jiaotong University,2006,41(6):690-695.
[24]李尚飞,付素娟,赵士永,等.某多层建筑顶升纠倾加固技术[J].施工技术,2019,48(15):29-32,36.
LI Shangfei,FU Sujuan,ZHAO Shiyong,et al.The jacking-up inclination rectification and reinforcement technology of the multi-storey building[J].Construction Technology,2019,48(15):29-32,36.
[25]TINGLEY D D,DAVISON B.Design for deconstruction and material reuse[J].Proceedings of the Institution of Civil Engineers — Energy,2011,164(4):195-204.
[26]DENSLEY TINGLEY D,DAVISON B.Developing an LCA methodology to account for the environmental benefits of design for deconstruction[J].Building and Environment,2012,57:387-395.
[27]李世歌,杨 浩,陈柏林,等.一种安全可重复使用的新型钢筋混凝土框架结构及连接方法:CN202110252769.2[P].2021-09-14.
LI Shige,YANG Hao,CHEN Bailin,et al.Safe and reusable novel reinforced concrete frame structure and connecting method:CN202110252769.2[P].2021-09-14.
[28]CHU B,JUNG K,LIM M T,et al.Robot-based construction automation:an application to steel beam assembly(Part I)[J].Automation in Construction,2013,32:46-61.
[29]SCHWARTZ M.Use of a low-cost humanoid for tiling as a study in on-site fabrication[C]//VELIKOV K,MANNINGER S,DEL CAMPO M,et al.Proceedings of the 36th Annual Conference of the Association for Computer Aided Design in Architecture — Posthuman Frontiers:Data,Designers and Cognitive Machines.Ann Arbor:ACADIA,2016:214-223.
[30]杨学林,祝文畏,王擎忠,等.建筑顶升控制侧向位移的套架式限位机构及限位方法:CN201710405663.5[P].2019-01-08.
YANG Xuelin,ZHU Wenwei,WANG Qingzhong,et al.Slide way type lateral limiting device for building jacking:CN201710405663.5[P].2019-01-08.
[31]邓元存.一种用于建筑物顶升的滑道式侧向限位装置:CN201711224271.5[P].2020-04-17.
DENG Yuancun.A slideway type lateral limiting device for building jacking:CN201711224271.5[P].2020-04-17.
[32]宋立柱,王 冠,张宝永.建筑物顶升用滑道式侧向限位装置:CN202011290676.0[P].2021-02-26.
SONG Lizhu,WANG Guan,ZHANG Baoyong.Slideway type lateral limiting device for building jacking:CN202011290676.0[P].2021-02-26.
[33]LI F Y,WU P F,YAN X F.Analysis and monitoring on jacking construction of continuous box girder bridge[J].Computers and Concrete,2015,16(1):49-65.
[34]夏风敏,王 恒,贾留东,等.鲁能文昌山海天精品酒店拖车移位设计与监测[J].建筑结构学报,2021,42(10):197-206.
XIA Fengmin,WANG Heng,JIA Liudong,et al.Design and monitoring for moving of Luneng Shanhaitian Boutique Hotel in Wenchang[J].Journal of Building Structures,2021,42(10):197-206.
[35]HE J A,GAO X Z.Research of synchronous jacking up construction monitoring and control technologies of bridge[C]//ICACHE.Proceedings of the 2nd International Conference on Architectural,Civil and Hydraulics Engineering(ICACHE 2016).Paris:Atlantis Press,2016:39-44.
[36]胡吉松,邓金成.深圳某七层楼房基础加固及断柱纠偏的设计与实践[J].建筑结构,2007,37(增1):459-463.
HU Jisong,DENG Jincheng.Design on strengthening foundation and rectifying a deviation by cutting off column on a seven-floor frame structure in Shenzhen[J].Building Structure,2007,37(S1):459-463.
[37]王 海.可拆卸式预应力托换节点在桥梁顶升工程中的应用[J].施工技术,2018,47(5):40-43.
WANG Hai.Application of detachable prestressed underpinning joint in bridge jacking project[J].Construction Technology,2018,47(5):40-43.
[38]WU E J,DONG N,YUAN K J.Experimental study on column underpinning joints with inclined steel bars[J].Proceedings of the Institution of Civil Engin-eers — Structures and Buildings,2017,170(10):751-764.
[39]DU A H,TANG H Q.Research on bearing capacity of column underpinning joint of frame structure moving[J].Advanced Materials Research,2011,243-249:426-430.
[40]陈 茜,张 强,梁存之,等.带自动旋转螺母锁定机构的双作用液压千斤顶:CN202020478725.2[P].2021-01-05.
CHEN Qian,ZHANG Qiang,LIANG Cunzhi,et al.Double-acting hydraulic jack with automatic rotating nut locking mechanism:CN202020478725.2[P].2021-01-05.
[41]窦伯红.一种带自动旋转螺母锁定机构的双作用液压千斤顶:CN202120898536.5[P].2021-12-21.
DOU Bohong.Double-acting hydraulic jack with automatic rotating nut locking mechanism:CN2021208985 36.5[P].2021-12-21.
[42]刘占省,吴震东.基于数字孪生的装配式建筑构件安装智能化管理模型研究[J].施工技术(中英文),2022,51(11):54-60.
LIU Zhansheng,WU Zhendong.Research on intelligent management model of prefabricated building component installation based on digital twin[J].Construction Technology,2022,51(11):54-60.
[43]刘占省,刘子圣,孙佳佳,等.基于数字孪生的智能建造方法及模型试验[J].建筑结构学报,2021,42(6):26-36.
LIU Zhansheng,LIU Zisheng,SUN Jiajia,et al.Intelligent construction methods and model experiments based on digital twins[J].Journal of Building Structures,2021,42(6):26-36.
[44]马艾田.基于云计算的有限元分析仿真系统研究与实现[D].北京:北京工业大学,2013.
MA Aitian.The research and implementation of finite element analysis simulation system[D].Beijing:Beijing University of Technology,2013.
[45]王水玲.基于IoT的装配式建筑智能建造系统构建研究[D].广州:广州大学,2021.
WANG Shuiling.IoT-based intelligent construction system for prefabricated buildings[D].Guangzhou:Guangzhou University,2021.
[46]LIU Z S,SHI G L,ZHANG A S,et al.Intelligent tensioning method for prestressed cables based on digital twins and artificial intelligence[J].Sensors,2020,20(24):7006.
[47]曾 亮,肖建庄,陈立浩,等.建筑旋转平移的基本方法探究[J].建筑科学与工程学报,2021,38(4):57-64.
ZENG Liang,XIAO Jianzhuang,CHEN Lihao,et al.Research on basic methods of building rotation and moving technology[J].Journal of Architecture and Civil Engineering,2021,38(4):57-64.
[48]肖旭东.绿色建筑生命周期碳排放及生命周期成本研究[D].北京:北京交通大学,2021.
XIAO Xudong.Study on life cycle carbon emission and life cycle cost of green buildings[D].Beijing:Beijing Jiaotong University,2021.
[49]IPCC Working Group.Climate change 1995:IPCC second assessment report[R].Geneva:IPCC,1995.
[50]TENG Y,PAN W.Systematic embodied carbon assessment and reduction of prefabricated high-rise public residential buildings in Hong Kong[J].Journal of Cleaner Production,2019,238:117791.
[51]MAO C,SHEN Q P,SHEN L Y,et al.Comparative study of greenhouse gas emissions between off-site prefabrication and conventional construction methods:two case studies of residential projects[J].Energy and Buildings,2013,66:165-176.
[52]Environmental management — life cycle assessment principles and framework:ISO 14040[S].Geneva:International Organization for Standardization,2006.
[53]马素贞,孙大明,邵文晞.绿色建筑技术增量成本分析[J].建筑科学,2010,26(6):91-94,100.
MA Suzhen,SUN Daming,SHAO Wenxi.Incremental cost analysis for green building technology[J].Building Science,2010,26(6):91-94,100.
[54]刘明达,蒙吉军,刘碧寒.国内外碳排放核算方法研究进展[J].热带地理,2014,34(2):248-258.
LIU Mingda,MENG Jijun,LIU Bihan.Progress in the studies of carbon emission estimation[J].Tropical Geography,2014,34(2):248-258.
[55]HOUGHTON J T,MEIRA FILHO L G,LIM B,et al.Revised 1996 IPCC guidelines for National Greenhouse Gas Inventories[R].Exeter:UK Meteorological Office,1997.
[56]谭泽先.钢筋混凝土结构含钢量的一般范围和合理控制方法[J].建筑结构,2007,37(7):17-19.
TAN Zexian.General scope and control method of steel content of building structure[J].Building Structure,2007,37(7):17-19.

相似文献/References:

备注/Memo

备注/Memo:
收稿日期:2023-06-03
基金项目:国家重点研发计划项目(2022YFC3803400); 国家自然科学基金项目(52078358); 上海市科技计划项目(22002400100)
作者简介:肖建庄(1968-),男,工学博士,教授,博士生导师,E-mail:jzx@tongji.edu.cn。
更新日期/Last Update: 2024-01-25